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Barrick Meikle Mine Shaft ConstructionBy Cherie M. Tilley
Dynatec Mining Contractors (Dynatec) entered into a contract with Barrick Goldstrike Mines (Barrick) to develop the deep gold ore reserves at the Meikle Mine north of Carlin, Nevada. The Ventilatio
Jan 1, 1997
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Comparative Analysis Of Dolomite/Francolite Flotation TechniquesBy P. Zhang
The results of bench-scale testing of five flotation processes for the separation of dolomite from phosphate are discussed. Each process is compared in terms of phosphate recovery, MgO content of the
Jan 1, 1997
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Use of a Rule-based Strategy to Control a 7-Foot Cone CrusherBy W. J. Whiten
A rule-based control system was developed for a 7-foot Hydrocone crusher with automatic set regulation, based on operating data collected in the field. When implemented in a plant PLC, the system was
Jan 1, 1992
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Adsorption Properties Of Dissolved Ions And Their Effects On The Separation Of Collophane And DolomiteBy Mengxiong Guo, Xuxin Shao, Yong Bao
In the paper, the adsorption properties of dissolved ions on the surface of collophane and dolomite are studied using zeta potential measurement, ESCA and UV adsorption spectrum both in distilled wate
Jan 1, 1993
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Effects of Admixtures on Strength and Flowability Characteristics of Cemented BackfillBy C. Peppin, H. McLoren, D. Bayer
Hecla Mining Company and Master Builders Inc. conducted a study to evaluate the use of admixtures in reducing backfill binder concentrations. Additionally, admixtures were evaluated to help mitigate t
Jan 1, 2001
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Calcining Plant Converts Limestone into QuicklimeA new fluid bed lime calcining plant is converting high quality limestone into quicklime at the Cape Lime facility in Vredendal, South Africa. The plant was supplied by Metso Minerals. Cape Lime,
Jan 1, 2003
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Support Vehicles For Rubber-Tired Underground MiningBy William G. Doepken
The extensive use of rubber-tired support vehicles as a complement to a fleet of load-haul-dump and drill jumbo units has proved invaluable in maintaining scheduled multilevel/multiheading development
Jan 1, 1976
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Managing The Drill And Blast ProcessBy L. W. Berry
Drill and blast planning is critical to successful mine production, both in timing and in results. However, typical planning, reporting, and information exchange usually involves large quantities of d
Jan 1, 2011
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Bulk Material Handling by Conveyor Belt at El AbraBy Rainer Kahrger
During the last decade, advances were made in solvent extraction/electrowinning (SX/EW) technologies. Combined with heap leaching, these technologies made it viable to exploit large, low-grade oxide
Jan 1, 1996
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Excavation Support And Groundwater Control Using Soil-Cement Mixing Wall For Subway ProjectsBy David S. Yang, Osamu Taki
The innovative Soil-Cement Mixing Wall Technique, developed independently in Japan, consists of mixing in-place soils with cement grout using multi-axis augers and mixing paddles to construct overlapp
Jan 1, 1989
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Optimization of Fire Design for FRC Tunnel Segments - NAT2024By Nader Shahcheraghi, Verya Nasri, Mehdi Bakhshi, Ali Haghighat
An accidental fire load is one of the major loads considered in design of segmental linings in transit tunnel. Typically, a two-dimensional coupled thermo-mechanical finite element analysis (FEA) is c
Jun 23, 2024
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Mitigation Of Feather Edging And Validation With Instrumented Bolted BreakerlinesBy S. K. Singh, J. Shepherd
"Feather edging"- a major source of injury and fatal accidents in Australia, South Africa and USA, refers to a phenomenon where the roof, at the goaf edge, falls as a thin wafer of rock often suddenly
Jan 1, 1999
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Betze-Post Pit Slope Stability Monitoring At Barrick GoldstrikeBy R. Sharon
Barrick Goldstrike Mines, Inc. Betze-Post open pit operations, located in northeastern Nevada, have experienced slope instability attributed to the presence of generally weak rock mass conditions, loc
Jan 1, 2000
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The effect of ultra-fine particles on the separation performance of wet gravity processing equipment and flowsheet design implications for their treatmentBy R. M. G. Machunter
The presence of ultra-fine particles affects the separation performance of wet gravity separation equipment. Several studies have been undertaken to establish the maximum level of these particulates
Jan 1, 2005
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CIS: Mining and ChangeBy P. G. Semple
For the last four years, the Kilborn Group of Companies has been involved in several major projects in the Confederation of Independent States (CIS). These include the Kumtor project, the Kubaka gold
Jan 1, 1996
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Modeling The Influence Of Slurry Temperature On Gold Leach And Adsorption Kinetics At The Fort Knox Mine, Fairbanks, AlaskaBy Eric M. Hill, Daniel E. Walsh, Hsing K. Lin, John T. Hollow
The Fort Knox Mine is located in Alaska’s interior where the average ambient air temperatures range from -24°C in January to 16°C in July. The mill processes a free milling gold ore utilizing both a
Jan 1, 2005
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Clinton’s Policies Are Pushing Mining Off Public LandsBy Steve Kral
The Clinton administration’s policies toward the environment have the mining industry on the defensive. The president and US Secretary of the Interior Bruce Babbitt continue to bypass Congress in the
Jan 1, 2000
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Advanced Impeller Technologies Match Mixing Performance to Process NeedsBy James Y. Oldshue, Paul M. Kubera
Ore processing requirements in the gold industry are similar to those in other sectors of the minerals industry. In all cases, the processes revolve around the handling of large volumes of ore slurry,
Jan 1, 1992
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Polymeric Agglomerating Agents for the Gold Mining IndustryBy J. J. Robertson, D. M. Polizzotti
Cement is used as an established agglomerating agent in gold heap leaching operations to maintain heap permeability and prevent migration of fines. In addition to agglomeration, cement provides protec
Jan 1, 1992
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Anticipated Ground Conditions for the Riverside Badlands TunnelBy D. B. Desai, J. T. Waggoner, J. S. Hill, R. R. Redd, S. J. Klein
The 13 km (8 mile) long Riverside Badlands Tunnel is planned for construction starting in 1998. Extensive geotechnical investigations indicate that the 3.7 m (12 ft) finished diameter tunnel will be
Jan 1, 1997